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EP0324491B1 - Method and machine for renewing a road surface of bituminous mix, with cold application of the recycled covering material - Google Patents

Method and machine for renewing a road surface of bituminous mix, with cold application of the recycled covering material Download PDF

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Publication number
EP0324491B1
EP0324491B1 EP89100515A EP89100515A EP0324491B1 EP 0324491 B1 EP0324491 B1 EP 0324491B1 EP 89100515 A EP89100515 A EP 89100515A EP 89100515 A EP89100515 A EP 89100515A EP 0324491 B1 EP0324491 B1 EP 0324491B1
Authority
EP
European Patent Office
Prior art keywords
road surface
bituminous
weight
emulsion
machine
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP89100515A
Other languages
German (de)
French (fr)
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EP0324491A1 (en
Inventor
Bruno Crabbi
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Wirtgen Macchine SRL
Original Assignee
Wirtgen Macchine SRL
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Wirtgen Macchine SRL filed Critical Wirtgen Macchine SRL
Priority to AT89100515T priority Critical patent/ATE78308T1/en
Publication of EP0324491A1 publication Critical patent/EP0324491A1/en
Application granted granted Critical
Publication of EP0324491B1 publication Critical patent/EP0324491B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00—Coherent pavings made in situ
    • E01C7/08—Coherent pavings made in situ made of road-metal and binders
    • E01C7/18—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
    • E01C7/187—Repairing bituminous covers, e.g. regeneration of the covering material in situ, application of a new bituminous topping
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/06—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
    • E01C23/065—Recycling in place or on the road, i.e. hot or cold reprocessing of paving in situ or on the traffic surface, with or without adding virgin material or lifting of salvaged material; Repairs or resurfacing involving at least partial reprocessing of the existing paving

Definitions

  • the method of the invention consists of a sequence of operations for renewing the surface layer of a conventional road surface, conventional in the sense of a layered surface of thickness varying between 3 cm and 8 cm, deposited either on an underlying support layer of thickness varying between 15 cm and 30 cm or directly on the foundation in the form of non-bituminous mix or stabilised granular mix.
  • the method is based on immediately and directly recycling the material removed by scarification, after cold-mixing it with an aqueous bitumen emulsion, it thereby differing from known methods which require hot-mixing of the solid material with molten bitumen.
  • the conventional methods for renewing any damaged road surface comprise the following operations using the stated equipment:
  • This system has the great advantage of dispensing with the need for transporting the scarified material (rubble) of the removed road surface to the fixed plant for its mixing with fresh bitumen and the subsequent transporting of the bituminous mix to the site on which it is to be used.
  • the method of the present invention represents further considerable technical progress in that the material to be recycled is cold-mixed with bitumen in the form of an aqueous emulsion. This therefore avoids the need to heat the mass of recycled material and the bitumen to high temperature (of the order of 140°C). This thus results in a considerable cost reduction in terms of fuel saving and simplified plant. In this respect, this latter no longer comprises the devices for heating the material mass (recycled or newly fed) and the bitumen, which necessarily result in a bulky plant of large overall dimensions which is difficult to use in urban centres along narrow or winding streets.
  • Known plants for in-situ hot renewal are in fact substantially designed for motorways and roads of high-density traffic, ie of considerable width.
  • the method according to the present invention enables the bituminous mix to be formed using all the recycled material also without the addition of fresh feed material. This means that the new road surface will have the same thickness as that removed, so avoiding any raising of the road level.
  • the raising of the road level which inevitably occurs when the amount of new mix applied is greater than the quantity of material removed results in a series of drawbacks, including: an altered lateral drain water outflow situation and altered road drain well levels in urban streets, an altered pavement height above the road surface, and altered driveway connections.
  • the method of the present invention comprises the following basic operations:
  • the road surface is removed by an independent self-propelled scarifying machine.
  • Operations 2 to 6 can be performed using a single suitably equipped self-propelled machine which forms one aspect of the present invention and is described hereinafter.
  • Rolling operation 7 is performed by conventional equipment.
  • the system is based on the total recycling of the removed arterial with only a small addition of bitumen, without the need to add further fresh feed material; consequently the thickness of the renewed road surface corresponds substantially to that of the removed surface, with the result that the road height and the relative positions of pavements, drain wells, water drains and the like are unchanged.
  • the material for forming the new road surface is prepared as stated heretofore by cold-mixing the crushed removed material with a small quantity of aqueous bitumen emulsion.
  • the present invention allows the use of a substantially smaller amount of bituminous aqueous emulsion owing to the different working conditions and to the specific ingredient (DOP) used.
  • a further aspect of the present invention is a self-propelled machine equipped for simultaneously implementing the aforesaid operations 2 to 6 in a coordinated arnner.
  • the machine described hereinafter with reference to Figures 1, 2 and 3 for more immediate understanding, comprises the following operating parts and devices:
  • the machine operation is automatic, particularly with the delivery by the water, DOP and bitumen emulsion sprayers being controlled by the electronic control device such as of Ramsey type, indicated by the reference numeral 12 in Figure 1.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Road Repair (AREA)
  • Road Paving Machines (AREA)

Abstract

A method for renewing a road surface based on bituminous mix and granular mix, comprising removing the road surface to be replaced, by scarifying; collecting (1) the removed material and conveying (2) it to devices for screening (6) and crushing (7) to predetermined particle size, and then to a mixer (8) where aqueous bitumen emulsion (14) is added, the mixture obtained being recycled directly to form the new road surface by depositing (15) and levelling (13) the mixture after spraying bitumen emulsion (14a, b), and finally rolling the road surface thus formed. A self-propelled machine for implementing said operations is also provided.

Description

  • The method of the invention consists of a sequence of operations for renewing the surface layer of a conventional road surface, conventional in the sense of a layered surface of thickness varying between 3 cm and 8 cm, deposited either on an underlying support layer of thickness varying between 15 cm and 30 cm or directly on the foundation in the form of non-bituminous mix or stabilised granular mix.
  • The method is based on immediately and directly recycling the material removed by scarification, after cold-mixing it with an aqueous bitumen emulsion, it thereby differing from known methods which require hot-mixing of the solid material with molten bitumen.
  • The conventional methods for renewing any damaged road surface comprise the following operations using the stated equipment:
    • a) preparing the bituminous mix by hot-mixing bitumen, sand and various inerts together in a suitable fixed plant and loading the mix into containers suitable for transportation;
    • b) transferring the bituminous mix from the fixed plant of operation a) to the laying site by trucks;
    • c) loading the material brought on site into a vibrofinishing machine which applies the mix to the road bed after spraying it with bituminous emulsion to facilitate adhesion of the mix to the road bed;
    • d) spreading the bituminous mix by a levelling screw and then rolling it to the thickness of the layer to be deposited.
  • In the conventional methods of the aforesaid type, not more than 50% of the material removed from the road surface can be reused.
  • In a known improved method described in Italian patent No. 1.1gl.900 in the name of the inventor of the present patent the method is implemented using a single self-propelled operating unit which removes the surface layer to be replaced, and mixes the removed material with molten bitumen at a temperature of the order of 140°C to obtain a bituminous mix which is applied directly for forming the new road surface.
  • This system has the great advantage of dispensing with the need for transporting the scarified material (rubble) of the removed road surface to the fixed plant for its mixing with fresh bitumen and the subsequent transporting of the bituminous mix to the site on which it is to be used.
  • The method of the present invention represents further considerable technical progress in that the material to be recycled is cold-mixed with bitumen in the form of an aqueous emulsion. This therefore avoids the need to heat the mass of recycled material and the bitumen to high temperature (of the order of 140°C). This thus results in a considerable cost reduction in terms of fuel saving and simplified plant. In this respect, this latter no longer comprises the devices for heating the material mass (recycled or newly fed) and the bitumen, which necessarily result in a bulky plant of large overall dimensions which is difficult to use in urban centres along narrow or winding streets. Known plants for in-situ hot renewal are in fact substantially designed for motorways and roads of high-density traffic, ie of considerable width.
  • The method according to the present invention enables the bituminous mix to be formed using all the recycled material also without the addition of fresh feed material. This means that the new road surface will have the same thickness as that removed, so avoiding any raising of the road level. The raising of the road level which inevitably occurs when the amount of new mix applied is greater than the quantity of material removed results in a series of drawbacks, including: an altered lateral drain water outflow situation and altered road drain well levels in urban streets, an altered pavement height above the road surface, and altered driveway connections.
  • The method of the present invention comprises the following basic operations:
    • 1. removing the road surface to be replaced, by scarifying;
    • 2. transferring the removed material, of varying particle size, and wetting it by spraying water to obtain a water content of 30-40% by weight;
    • 3. screening the material to separate the material of particle size exceeding 35 mm, which is fed to a mill for crushing to controlled particle size;
    • 4. adding to the solid material dioctylphthalate (DOP) or another substance having an equivalent surface-active and solubilizing, dispersing effect towards the bituminous material, in a quantity of up to about 1% by weight, and also adding aqueous bitumen emulsion having a concentration of between 30% and 70% and preferably about 60% by weight and a viscosity of between 3 and 5 degrees Engler (between about 17 and 37 mm²/s), the quantity of bituminous emulsion used varying according to the type of recycle material used and any addition of fresh solid material, but generally being between 1% and 3% by weight;
    • 5. homogenizing the obtained mixture under cold conditions;
    • 6. depositing the mixture after spraying the road bed with bitumen emulsion, then levelling the deposited material;
    • 7. rolling by conventional methods.
  • The road surface is removed by an independent self-propelled scarifying machine. Operations 2 to 6 can be performed using a single suitably equipped self-propelled machine which forms one aspect of the present invention and is described hereinafter. Rolling operation 7 is performed by conventional equipment.
  • This working system obviously results in production and thus advancement rates which are not particularly high compared with known methods and equipment for motorway work, but it has the advantage of not depending on the availability and productivity of upstream auxiliary services in the form of fixed plant.
  • Merits and advantages of the system according to the present invention are:
    • elimination of auxiliary fixed plant for supplying the bituminous mix;
    • elimination of the need to transport said material from the fixed plant to the site of application, this requiring trucks and drivers;
    • reduction in the cost of the bitumen to be used in the renewal procedure by employing an aqueous bitumen emulsion.
  • In addition the system is based on the total recycling of the removed arterial with only a small addition of bitumen, without the need to add further fresh feed material; consequently the thickness of the renewed road surface corresponds substantially to that of the removed surface, with the result that the road height and the relative positions of pavements, drain wells, water drains and the like are unchanged.
  • In the method of the invention the material for forming the new road surface is prepared as stated heretofore by cold-mixing the crushed removed material with a small quantity of aqueous bitumen emulsion. with respect to the method disclosed by US-A-4.373.961 the present invention allows the use of a substantially smaller amount of bituminous aqueous emulsion owing to the different working conditions and to the specific ingredient (DOP) used.
  • A further aspect of the present invention is a self-propelled machine equipped for simultaneously implementing the aforesaid operations 2 to 6 in a coordinated arnner. The machine, described hereinafter with reference to Figures 1, 2 and 3 for more immediate understanding, comprises the following operating parts and devices:
    • a collector 1 for the scarified arterial of varying particle size;
    • an endless conveyor 2, such as a feed belt, which conveys said material to a screen 6 after the material has been continuously and automatically weighed by the weighing device 3;
    • a roller crusher 7 for crushing to a controlled particle size that material having a particle size exceeding 35 mm and therefore not passing through the screen 6;
    • a water spraying device 20 with its water tank 4 and moisture control probe 21 connected to a controller 12 for example of Ramsey type, for controlling the quantity of water sprayed;
    • an aqueous bitumen emulsion sprayer 14 and a DOP (or equivalent liquid) sprayer 22 for the screened and crushed material;
    • a tank 5 for the DOP or equivalent liquid;
    • a bituminous emulsion tank 10 provided with stirrers 18;
    • a bituminous emulsion sprayers 14a and 14b for its application respectively to the central part and to the two lateral parts of the road bed;
    • an engine 11 and relative fuel tank 16 for operating and advancing the machine, for example a 360 HP (265 kW) diesel engine;
    • a cover 17 for inspecting the screen 6;
    • a rotary mixer 8 for homogenizing the screened and crushed solid material after addition of DOP and bitumen emulsion, and provided with a rotary shaft 9 comprising mixing arms, and with curved conveying plates 24;
    • a double-screw dividing feeder 15 for distributing the mixed material;
    • a material leveller (scraper) 13, for example of the vibration-hammering finishing beam type;
    • support and drive wheels 19;
    • hydraulic pistons 23 for adjusting the position (height) of the mixer 8.
  • The machine operation is automatic, particularly with the delivery by the water, DOP and bitumen emulsion sprayers being controlled by the electronic control device such as of Ramsey type, indicated by the reference numeral 12 in Figure 1.

Claims (3)

1. A method for renewing a bituminous mix road surface, comprising removing the road surface to be replaced, by scarifying; collecting the removed material and conveying it to screening and crushing devices to reduce those pieces of excessive size, adding water by spraying until a material water content of 30%-40% by weight is obtained; adding to the material dioctylphthalate or another substance having an equivalent surface-active and solubilizing and dispersing effect towards the bituminous material in a quantity of up to about 1% by weight, and also adding aqueous bitumen emulsion having a concentration of between 30% and 70% by weight and a viscosity of between 3 and 5 degrees Engler (between about 17 and 37 mm²/s) in a quantity of between 1% and 3% by weight; homogenizing the material with additives by mixing under cold conditions; depositing the mixture in a uniform layer on the road bed; levelling and finally rolling.
2. A method as claimed in claim 1, wherein the aqueous bitumen emulsion contains about 60% of bitumen by weight.
3. A self-propelled machine of self-contained operation for implementing with the aid of an independent scarifying machine the method claimed in claim 1, comprising the following devices and structural elements:
- a collector (1) for the scarified material of varying particle size;
- an endless conveyor (2) for conveying said material to a screen (6) after the material has been continuously and automatically weighed by a weighing device (3);
- a roller crusher (7) for crushing to a controlled particle size that material having a particle size exceeding 35 mm and therefore not passing through the screen (6);
- a water spraying device (20) with its water tank (4) and a moisture control probe (21) connected to a controller (12) for controlling the quantity of water sprayed;
- an aqueous bitumen emulsion sprayer 14 and a DOP (or equivalent liquid) sprayer (22) for the screened and crushed material;
- a tank (5) for the DOP or equivalent liquid;
- a bituminous emulsion tank (10) provided with stirrers (18);
- a bituminous emulsion sprayers (14a and 14b) for its application respectively to the central part and to the two lateral parts of the road bed;
- an engine (11) and relative fuel tank (16) for operating and advancing the machine;
- a rotary mixer (8) for homogenizing the screened and crushed solid material after addition of DOP and bitumen emulsion, and provided with a rotary shaft (9) comprising mixing arms, and with curved conveying plates (24);
- a double-screw dividing feeder (15) for distributing the mixed material;
- a material leveller (scraper) (13);
- support and drive wheels (19);
- hydraulic pistons (23) for adjusting the position (height) of the mixer (8).
EP89100515A 1988-01-15 1989-01-13 Method and machine for renewing a road surface of bituminous mix, with cold application of the recycled covering material Expired - Lifetime EP0324491B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT89100515T ATE78308T1 (en) 1988-01-15 1989-01-13 METHOD AND APPARATUS FOR REPLACING BITUMINOUS ROADS USING COLD PROCESS REUSE OF PAVING MATERIAL.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IT8819093A IT8819093A0 (en) 1988-01-15 1988-01-15 PROCEDURE FOR REGENERATION OF A BITUMINOUS CONGLOMERATE ROAD SURFACE WITH COLD APPLICATION OF RECYCLED COVERING MATERIAL.
IT1909388 1988-01-15

Publications (2)

Publication Number Publication Date
EP0324491A1 EP0324491A1 (en) 1989-07-19
EP0324491B1 true EP0324491B1 (en) 1992-07-15

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Application Number Title Priority Date Filing Date
EP89100515A Expired - Lifetime EP0324491B1 (en) 1988-01-15 1989-01-13 Method and machine for renewing a road surface of bituminous mix, with cold application of the recycled covering material

Country Status (5)

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US (1) US4974993A (en)
EP (1) EP0324491B1 (en)
AT (1) ATE78308T1 (en)
DE (1) DE68902055D1 (en)
IT (1) IT8819093A0 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2025224078A1 (en) 2024-04-22 2025-10-30 Kleemann Gmbh Method for cross-process optimisation of a multiprocess processing operation involving the recycling of mineral processing material

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Also Published As

Publication number Publication date
DE68902055D1 (en) 1992-08-20
EP0324491A1 (en) 1989-07-19
US4974993A (en) 1990-12-04
IT8819093A0 (en) 1988-01-15
ATE78308T1 (en) 1992-08-15

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